PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 07/19/24 EST. NO. 004 TIME 08:46 AM R.E. NAME: HIGGINS KYLE 02-3H6804 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 003 0001 175.63 E.W. @ F.A.(+) 040924 N 0007.0 0002 2,700.00 040924 N 0010.0 2,875.63 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 2,875.63 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 07/19/24 EST. NO. 004 TIME 08:46 AM R.E. NAME: HIGGINS KYLE 02-3H6804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 05/24 -4,000.00 002 DEDUCT LTTR 7/24 -10,000.00 004 -10,000.00 -14,000.00 TOTAL DEDUCTIONS -10,000.00 -14,000.00 PROGRAM CAS145 PAGE 1 DATE 07/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H6804 TIME 08:46 AM ESTIMATE NO. 004 BID OPENING 10/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 07/19/24 LOCATION PROGRESS ESTIMATE 02-SHA-5-R28.8/R44.1 ----------------- J.F. SHEA CONSTRUCTION, INC. SHASTA COUNTY ABOUT 6 MILES NORTH OF 17400 CLEAR CREEK RD SHASTA LAKE CITY FROM PIT RIVER BRIDGE TO REDDING CA 96001 1.2 MILES SOUTH OF DOG CREEK BRIDGE 17400 CLEAR CREEK ROAD REDDING CA 96001 FED. AID NO. ACIM-005 (8 )645 PLACE RHMA, PAINT TRAFFIC STRIPE, & INSTAL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,872.0000 1,872.00 1.000 1,872 002 TIME-RELATED OVERHEAD (LS) LS 211,328.0000 211,328.00 0.150 31,699.20 0.190 40,152 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 1.000 6,000.00 2.000 12,000 004 HOURLY OFF-SITE HR 200.0000 8,000.00 3.000 600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 11,180.0000 11,180.00 0.150 1,677.00 0.190 2,124 006 CONSTRUCTION AREA SIGNS LS 40,750.0000 40,750.00 0.750 30,562 007 TRAFFIC CONTROL SYSTEM LS 780,000.0000 780,000.00 0.110 85,800.00 0.190 148,200 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 83.0000 33,200.00 28.000 2,324.00 96.000 7,968 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2300 121,900.00 147,246.000 33,866.58 148,837.000 34,232 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 14,144.0000 14,144.00 0.150 2,121.60 0.230 3,253 SYSTEMS (LS) 011 TEMPORARY BARRIER SYSTEM LF 23.0000 31,740.00 1,408.000 32,384 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 59,904.0000 59,904.00 0.110 6,589.44 0.190 11,381 013 TEMPORARY CRASH CUSHION EA 3,990.0000 3,990.00 1.000 3,990 014 JOB SITE MANAGEMENT LS 26,700.0000 26,700.00 0.150 4,005.00 0.190 5,073 015 PREPARE WATER POLLUTION CONTROL PROGRAM LS 780.0000 780.00 1.000 780 016 TEMPORARY COVER SQYD 91.0000 2,275.00 0.000 0 017 TEMPORARY CHECK DAM LF 12.0000 900.00 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 157.0000 1,884.00 6.000 942 019 TEMPORARY FIBER ROLL LF 7.0000 1,050.00 0.000 0 020 TEMPORARY CONSTRUCTION ENTRANCE EA 1,770.0000 7,080.00 0.000 0 021 STREET SWEEPING LS 11,982.0000 11,982.00 0.150 1,797.30 0.190 2,276 022 TEMPORARY CONCRETE WASHOUT LS 2,600.0000 2,600.00 0.150 390.00 0.150 390 PROGRAM CAS145 PAGE 2 DATE 07/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H6804 TIME 08:46 AM ESTIMATE NO. 004 BID OPENING 10/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 07/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.2000 13,800.00 12,260.000 2,452 024 CLEARING AND GRUBBING (LS) LS 15,938.0000 15,938.00 0.150 2,390.70 0.190 3,028 025 REMOVE TREE EA 598.0000 7,774.00 0.000 0 026 ROADWAY EXCAVATION CY 69.0000 48,990.00 757.000 52,233 027 SHOULDER BACKING TON 92.0000 73,600.00 0.000 0 028 FINISHING ROADWAY LS 16,855.0000 16,855.00 0.000 0 029 CLASS 2 AGGREGATE BASE (CY) CY 121.0000 37,510.00 317.000 38,357 030 SAND COVER (SEAL) TON 82.0000 9,840.00 18.000 1,476.00 18.000 1,476 031 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 032 ASPHALTIC EMULSION (FOG SEAL COAT) TON 905.0000 62,445.00 10.000 9,050.00 10.000 9,050 033 ASPHALTIC EMULSION (FLUSH COAT) TON 2,792.0000 39,088.00 0.000 0 034 PRECOATED AGGREGATE (SEAL COAT) TON 197.0000 171,390.00 0.000 0 035 REPLACE ASPHALT CONCRETE SURFACING CY 257.0000 1,169,350.00 18.700 4,805 036 REPLACE ROADWAY STRUCTURAL SECTION CY 1,328.0000 916,320.00 683.000 907,024 037 HOT MIX ASPHALT (TYPE A) TON 150.0000 367,500.00 2,170.720 325,608 038 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 142.0000 9,954,200.00 17,008.100 2,415,150.20 17,008.100 2,415,150 039 SHOULDER RUMBLE STRIP (HMA,GROUND-IN STA 62.0000 56,420.00 0.000 0 INDENTATIONS) 040 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 100.00 0.000 0 041 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 13,600.00 0.000 0 042 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 2,160.00 0.000 0 043 TACK COAT TON 2.0000 480.00 45.990 91.98 45.990 91 044 REMOVE ASPHALT CONCRETE DIKE LF 13.0000 41,600.00 55.000 715.00 2,377.000 30,901 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.0200 3,215,160.00 132,732.000 931,778.64 143,531.000 1,007,587 046 REMOVE RETAINING WALL (LS) LS 8,017.0000 8,017.00 1.000 8,017 047 ADJUST INLET EA 5,494.0000 5,494.00 1.000 5,494 048 GABION (WALL) CY 1,073.0000 28,971.00 27.000 28,971 049 MINOR CONCRETE (MISCELLANEOUS CY 2,080.0000 35,360.00 0.000 0 CONSTRUCTION) PROGRAM CAS145 PAGE 3 DATE 07/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H6804 TIME 08:46 AM ESTIMATE NO. 004 BID OPENING 10/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 07/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE PAVEMENT MARKER EA 3.9000 2,418.00 0.000 0 051 PAVEMENT MARKER EA 13.0000 132,600.00 0.000 0 (RETROREFLECTIVE-RECESSED) 052 REMOVE ROADSIDE SIGN (WOOD POST) EA 78.0000 3,744.00 1.000 78 053 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 66.0000 660.00 0.000 0 BRACKET METHOD) 054 REMOVE ROADSIDE SIGN PANEL EA 343.0000 343.00 0.000 0 055 REMOVE ROADSIDE SIGN (STEEL POST) EA 315.0000 5,355.00 3.000 945 056 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 41.0000 75,440.00 0.000 0 057 FURNISH LAMINATED PANEL SIGN (2 SQFT 48.0000 42,720.00 0.000 0 1/2"-TYPE B) 058 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 11,730.00 0.000 0 (0.080"-UNFRAMED) 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 38.0000 12,920.00 0.000 0 (0.063"-FRAMED) 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.0000 6,800.00 0.000 0 (0.080"-FRAMED) 061 METAL (BARRIER MOUNTED SIGN) LB 36.0000 7,920.00 214.000 7,704 062 ROADSIDE SIGN - ONE POST EA 450.0000 10,800.00 1.000 450 063 ROADSIDE SIGN - TWO POST EA 624.0000 6,864.00 0.000 0 064 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 130.0000 1,170.00 0.000 0 METHOD) 065 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 218.0000 872.00 0.000 0 POST 066 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 1,300.0000 32,500.00 0.000 0 BOX POST) 067 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 32.0000 1,401,600.00 2,662.500 85,200.00 27,713.000 886,816 068 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 37.0000 141,340.00 1,000.000 37,000.00 3,737.500 138,287 069 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST, LF 38.0000 110,200.00 2,762.500 104,975.00 2,762.500 104,975 12" BLOCKS) 070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 57.7500 1,235,850.00 210.000 12,127.50 210.000 12,127 071 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 55.0000 38,500.00 638.000 35,090 POST) 072 CABLE RAILING (MODIFIED) LF 130.0000 3,120.00 0.000 0 (F) 073 TRANSITION RAILING (TYPE WB-31) EA 3,744.0000 82,368.00 4.000 14,976.00 23.000 86,112 074 END CAP (TYPE A) EA 145.0000 580.00 1.000 145.00 3.000 435 075 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,404.0000 81,432.00 15.000 21,060.00 43.000 60,372 076 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H6804 TIME 08:46 AM ESTIMATE NO. 004 BID OPENING 10/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 07/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 078 MAX-TENSION MEDIAN TERMINAL EA 11,232.0000 44,928.00 2.000 22,464 079 CONCRETE BARRIER (TYPE 60M) LF 174.0000 137,460.00 711.000 123,714 080 CONCRETE BARRIER (TYPE 60MP) LF 967.0000 21,274.00 22.000 21,274 081 CONCRETE BARRIER TRANSITION LF 1,344.0000 262,080.00 195.000 262,080 (F) 082 REMOVE GUARDRAIL LF 1.5000 79,500.00 9,500.000 14,250.00 39,640.500 59,460 083 SALVAGE GUARDRAIL LF 1.5000 1,005.00 134.000 201 084 REMOVE CONCRETE BARRIER LF 30.0000 24,300.00 0.000 0 085 REMOVE CRASH CUSHION EA 1,872.0000 1,872.00 1.000 1,872 086 THERMOPLASTIC PAVEMENT MARKING SQFT 15.0000 65,700.00 0.000 0 087 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 11.0000 6,930.00 0.000 0 088 4" METHYL METHACRYLATE PAINT TRAFFIC LF 2.0000 1,520.00 0.000 0 STRIPE 089 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.8000 69,840.00 0.000 0 STRIPE 090 8" METHYL METHACRYLATE PAINT TRAFFIC LF 8.5000 2,040.00 0.000 0 STRIPE 091 6" METHYL METHACRYLATE PAINT TRAFFIC LF 5.0000 1,500,000.00 0.000 0 STRIPE (RECESSED) 092 6" METHYL METHACRYLATE PAINT TRAFFIC LF 4.3000 6,751.00 0.000 0 STRIPE (RECESSED, BROKEN 17-7) 093 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.5600 296,400.00 0.000 0 STRIPE (RECESSED, BROKEN 36-12) 094 8" METHYL METHACRYLATE PAINT TRAFFIC LF 8.5000 5,270.00 0.000 0 STRIPE (RECESSED) 095 8" METHYL METHACRYLATE PAINT TRAFFIC LF 3.4000 6,494.00 0.000 0 STRIPE (RECESSED, BROKEN 12-3) 096 12" METHYL METHACRYLATE PAINT TRAFFIC LF 10.1500 151,235.00 0.000 0 STRIPE (RECESSED) 097 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.040 40 SYSTEM ELEMENTS DURING CONSTRUCTION 098 MODIFY CAMERA SYSTEM LS 156,000.0000 156,000.00 0.030 4,680 099 MODIFY RADAR FEEDBACK CHANGEABLE MESSAGE LS 26,000.0000 26,000.00 0.080 2,080 SIGN 100 FIBER OPTIC CABLE SYSTEMS LS 1,580,800.0000 1,580,800.00 0.163 257,670 101 MODIFY EXISTING ELECTRICAL SYSTEM LS 249,600.0000 249,600.00 0.002 499.20 0.032 7,987 102 MODIFYING TRAFFIC MONITORING STATIONS LS 62,400.0000 62,400.00 0.000 0 103 MODIFYING CHANGEABLE MESSAGE SIGN LS 57,200.0000 57,200.00 0.033 1,887.60 0.363 20,763 SYSTEMS PROGRAM CAS145 PAGE 5 DATE 07/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H6804 TIME 08:46 AM ESTIMATE NO. 004 BID OPENING 10/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 07/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MODIFY ROADSIDE WEATHER INFORMATION LS 231,920.0000 231,920.00 0.132 30,613 SYSTEM 105 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 106 POLYMER ASPHALTIC EMULSION (SEAL COAT) TON 1,202.0000 180,300.00 0.000 0 107 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 108 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,640.0000 156,520.00 15.000 54,600.00 33.000 120,120 109 ALTERNATIVE CRASH CUSHION TL-3 EA 35,360.0000 35,360.00 1.000 35,360 PROGRAM CAS145 PAGE 6 DATE 07/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H6804 TIME 08:46 AM ESTIMATE NO. 004 BID OPENING 10/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 07/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,883,642.94 7,482,201.30 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,875.63 2,875.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,886,518.57 7,485,076.93 110 MOBILIZATION LS 1,666,000.0000 1,666,000.00 0.200 333,200.00 0.950 1,582,700 ORIGINAL CONTRACT AMOUNT 28,258,766.00 TOTAL WORK COMPLETED 4,219,718.57 9,067,776.93 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -14,000.00 TOTAL 4,209,718.57 9,053,776.93 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/08/23 155 04/04/24 04/04/24 01/22/25 30 108 0 0 31% 19% PROGRESS IS SATISFACTORY HIGGINS KYLE RESIDENT ENGINEER